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Log in to QuickBOQ →All coefficients below are per 1 cum of finished work — every material, labour trade, machine, carriage line and sub-analysis this item consumes, exactly as CPWD lists them.
| Ingredient | Quantity | Unit |
|---|---|---|
| Stone Aggregate (Single size) : 20 mm nominal size Coarse Aggregate | 0.456 | cum |
| Recycled Concrete Aggregate (RCA) 20 mm nominal size Coarse Aggregate | 0.114 | cum |
| Stone Aggregate (Single size) : 10 mm nominal size Coarse Aggregate | 0.224 | cum |
| Recycled Concrete Aggregate (RCA) 10 mm nominal size Coarse Aggregate | 0.056 | cum |
| Coarse sand (zone III) Fine Aggregate (Sand) | 0.34 | cum |
| Manufactured sand derived from Recycled Concrete Aggregate (RCA) Coarse Aggregate | 0.085 | cum |
| Portland Cement (OPC-43 Grade) Cement | 0.4 | tonne |
| Ingredient | Quantity | Unit |
|---|---|---|
| Mason (average) | 0.24 | day |
| Beldar | 2.75 | day |
| Bhisti | 0.9 | day |
| Coolie | 1.5 | day |
| Ingredient | Quantity | Unit |
|---|---|---|
| Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper | 0.08 | day |
| Vibrator (Needle type 40 mm) | 0.08 | day |
| Ingredient | Quantity | Unit |
|---|---|---|
| Carriage of Stone aggregate below 40 mm nominal size | 0.85 | cum |
| Carriage of Coarse sand | 0.425 | cum |
| Carriage of Cement | 0.4 | tonne |
| Ingredient | Quantity | Unit |
|---|---|---|
| Sundries | 14.3 | L.S. |
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20%: 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%)
Coefficients are taken from the CPWD analysis of rates for DSR Civil 2023. Basic rates are revised by cost index and correction slips, so multiply these quantities by current market rates rather than assuming a published rate is still live.
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